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0 <br /> U u C-) <br /> z vi <br /> Sid l n Joists iV U <br /> LLJ <br /> Sheath in LU <br /> Stair Framing Notes <br /> 16 INCH CLEAR WIDTH <br /> CH <br /> 'or_... <br /> 1. "1 NI=I <br /> F(ashin <br /> .=�'LIAHA-FOR <br /> Top Bottom <br /> NDCHT("E')..INDLE <br /> 111-.1 E11- <br /> Deckin =7--RTAN 11DIN <br /> LERT <br /> Joists , D -DING <br /> -IND <br /> Joist Han TO <br /> ' n. III.10I N OR, .A%��N�N, 1.ILI�ALI <br /> T" 0 <br /> Min. NALHRT., rr 1 2 <br /> 0Min. N <br /> 0 <br /> Treated 5 <br /> 1 C LANDING .1T-N1'.T",XI'-TING-I1 <br /> C <br /> 2x Ledger 0 <br /> -0 <br /> ON >Or < <br /> 111T11UST -N-A-RIN.- < <br /> -11- Q0 0 <br /> DTT1Z Lateral 0 ON-- - c::) - <br /> 00 C\J <br /> Do 1111111 ILIN Q0 0 <br /> Restraint Flat Block Lo E F <br /> Concrete Landing LO <br /> C: 0 <br /> E <br /> 35" Lecligel-Lo LL, <br /> 8 16d Gottv Nalts, Typ- <br /> predriRed with a <br /> min, of 3"emloeclment NOECALE <br /> into solid framing 00 <br /> W <br /> Ledger Attachment Detail Flat Block Detail Deck Stair Detail 0 V� 00 <br /> Corrosion resistant Beam splices must occur < <br /> metal columncap, over posts with Aluminum Post > <br /> Follow Manu, inst, 134' minimum bearing 3 5/8' <br /> "�Leclgerl-oc <br /> 4 ea <br /> D k' <br /> ILL] <br /> CCcC <br /> 4-1 ) <br /> < Ste. Q Ln <br /> 01 <br /> Min. —45'�LedgerlLoc Top <br /> 9 P <br /> Top & Bottom, Typ. <br /> Beam <br /> x8 PT <br /> eam Double 2 <br /> —7 Rat Block <br /> 4x4 Knee Brace <br /> Joists <br /> ressure treated wood post The guardrail system in CCRR-0202 (Shown) <br /> has demonstrated the capacity to resist the <br /> design loadings specified in Section R301 of DATE <br /> the 10/23/2024 <br /> IRC when tested in accordance with ICC-ES <br /> Knee bracing required on posts greater than 4' in height. AC273 FILE NUMBER: <br /> 2041 <br /> Post to Beam w/ Knee Brace Detail Aluminum Post Attachment Detail SHEET NUMBER: <br /> S.2 <br />